+46.43358, -95.00980
46°26'01" N, 95°00'35" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 23 over WING RIVER
Structure number:80516
Location:0.5 MI S OF JCT CSAH 4
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.5 ft. [10.5 m]
Total length:105.0 ft. [32.0 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:28°
Owner:County Highway Agency [02]
Year built:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2008]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017GoodVery GoodVery GoodVery Good100097.1
June 2015GoodVery GoodVery GoodVery Good100097.1
June 2013GoodVery GoodVery GoodVery Good100097.1
October 2011GoodVery GoodVery GoodVery Good100097.1
November 2009GoodVery GoodVery GoodVery Good100097.1
August 2007GoodVery GoodVery GoodVery Good110099.0
September 2005GoodVery GoodVery GoodVery Good83099.3
October 2003GoodVery GoodVery GoodVery Good97099.1
October 2001GoodVery GoodVery GoodVery Good97099.1
December 2000GoodVery GoodVery GoodVery Good97098.1
September 1999GoodVery GoodVery GoodVery Good97098.1
November 1998GoodVery GoodVery GoodVery Good97098.1
September 1997GoodVery GoodVery GoodVery Good145096.7
August 1996GoodVery GoodVery GoodVery Good145096.7
December 1995GoodVery GoodVery GoodVery Good145096.7
September 1994GoodVery GoodVery GoodVery Good145096.7
July 1992GoodVery GoodVery GoodVery Good88097.2
September 1991GoodVery GoodVery GoodVery Good88097.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Girder/Beamlinear ft.2,7492,749000
Prestressed Concrete Top Flangesq. ft.4,4424,442000
Wearing Surfacessq. ft.4,0903,92901610
Reinforced Concrete Abutmentlinear ft.122122000
Steel Pileeach1818000
Steel Protective Coatingsq. ft.45222622600
Reinforced Concrete Pier Caplinear ft.102102000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.210210000